Dear all,
I am simulating static pile load test in the rock by using ABAQUS. For comparison of numerical results with the experimental, I need skin friction vs depth plot. But in ABAQUS how I get unit skin friction along with the depth of pile? I used *section print command to get the force at various locations of the pile. But the problem is I can use only one *section print command in the step. When I use multiple commands it shows error. How can I get forces at different location of pile from one analysis?
Skin friction along depth of pile
Related Articles
-
liquefaction simulation with abaqus
Ruibin Hou||Finite Elements|7 |Views 4,637
Hello, everyone I am an abaqus user and developer. Recently, I want to simulating the liquefaction phenomenon with abaqus/standard or abaqus/explicit. As I know, this cannot be realized using the […] -
Issues with Tochnog Professional not posting groundflow velocities
Fernando Lorenzo||Finite Elements|3 |Views 3,391
I have been a =n user of the open source version of Tochnog for since 2004. I have been one of the maintainers and have contributed to the capabilities of […] -
Transient Dynamic analysis (U-P formulation)
anis kheffache||Finite Elements|4 |Views 4,303
Hi everyone, i want to carry out some transient dynamic analysis. as far as I know, dynamic steps in abaqus does not allow for pore pressure build-up and dissipation, and […] -
Presentations on hypoplasticity applications, D. Mašín, NGI 2017
David Mašín||Finite Elements|0 |Views 5,349
Based on some requests, I share here two presentations on hypoplasticity applications. One is related to simulation of various boundary value problems, the other focuses on simulation of cyclic and […] -
Interface to study soil-structure interaction in Plaxis 3D (Clay Hypoplasticity)
Leon Cortes||Finite Elements|6 |Views 6,480
Hello, I am trying to simulate the behavior of helical anchors (also called screw anchors) using PLAXIS 3D and a clay hypoplasticity constitutive model. The helical anchor shaft is simulated […] -
set cavitation limit in ABAQUS/STANDARD when using SANISAND umat
Zhentao Liu||Finite Elements|6 |Views 3,247
Dear all I am recently working on the mechanical characteristics of large diameter monopiles under horizontal loads.The numerical simulation part of this project was carried out in ABAQUS/STANDARD and for […] -
finite element modeling of ISA-HP for sand material
arad ahmadi radin||Finite Elements|1 |Views 3,519
On the simulation of the cyclic mobility effect with an ISA -hypoplastic hypoplastic hypoplastic model, is it possible to simulate 3D liquefiable sandy soil by available u-mat file which is […] -
ABAQUS Mesh-to-mesh solution mapping with Modified Cam Clay
Samanthika Liyanapathirana||Finite Elements|0 |Views 4,045
I am using the mesh-to-mesh solution mapping with MCC model. The element type used is CPE8RP. My initial analysis runs without any issue and when the deformations reach a certain […]
0 Comments
Who is Online
No one is online right now
Search SoilModels Website
Recent posts
- Connecting remote sensors to the Plaxis FEM 3D using python 26.7.2024
- Intergranular Strain Extensions 16.7.2024
- Abaqus Hypoplasticity Primary Variable Is Not Available 1.7.2024
- Vumat to calculate excess pore in Coupled Eulerian-Lagrangian ABAQUS 1.7.2024
- Drucker Prager Cap Hardening Model 20.6.2024
- Soil model for sand under drained cyclic loading 15.6.2024
- In Abaqus how do we use *DLOAD for defining both user-defined pressure and body force simultaneously? 15.6.2024
- Issue in applying SANISAND04 UMAT to Boundary-Value-Problem 31.5.2024
- Triaxial compression test using Mohr-Coulomb model in Abaqus 27.5.2024
- The Mises stress calculated by the hypoplasticity model considering the intergranular strain is all 0 20.5.2024
- Degradation ( disturbance ) of hypoplastic clay 23.4.2024
- Degradation ( disturbance ) of hypoplastic clay 23.4.2024
Recent Comments
- Ismail Khan on SANISAND for FLAC3D Download
- Tao Zhu on UMAT and oneAPI compiler issues. (SOLVED…i hope :p)
- Lei DAI on SANISAND for FLAC3D Download
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
- Yu Xiao on “Warning LNK4210” – hypoplastic clay UMAT
- Charbel NOHRA on “Warning LNK4210” – hypoplastic clay UMAT
- Pouya Zahedi on UMAT for hypoplastic subroutine
- Mohsen Misaghian on SANISAND umat issue
- Ashesh Choudhury on Abaqus
- Hu Shihong on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Mert Eyupgiller on Triaxial compression test using Mohr-Coulomb model in Abaqus
- Bala Harsha Srusti on ABAQUS job doesn’t make any increment
- PRATIK GOEL on Hardening parameters (yield stress & absolute plastic strain)
- Ashraf AHMED on ExCalibre – SoilModels Automatic Calibration
- Xy Ma on Sand and clay standard datasets
- Xy Ma on Sand and clay standard datasets
- Ramon Varghese on Hypoplastic Interface Model: Does anybody implemented this model in FLAC3D
- Jh Xue on UMAT Implementation in Abaqus (Hypoplastic clay Subroutines)